Is it possible to simulate the dam break case for dry sand?
Hi all, now I doing something related to the collapse of dry sand, and I want to know is it possible to change water into dry sand in the CASEDAMBREAK, if so , what parameters I should modify, of course the properties of water and dry sand are quite different?
Comments
On the second non-Newtonian flow you should input the characteristics of your sand, such as cohesion, yield stress, non-Newtonian behaviour etc